The paper shows a simplified procedure to compute a seismic analysis of a masonry tower. Masonry is modelled as a no-tensile resistant material (NTR) which might be affected by randomness in its mechanical parameters. It is assumed that the first modal shape governs the structural motion, and its behaviour is modelled by means of a Bouc & Wen approach, which is eventually linearized
Seismic analysis of masonry towers / Luca Facchini; Michele Betti; Paolo Biagini. - In: MECCANICA DEI MATERIALI E DELLE STRUTTURE. - ISSN 2035-679X. - STAMPA. - 1(2012):(2012), pp. 9-20.
Seismic analysis of masonry towers
FACCHINI, LUCA;BETTI, MICHELE;
2012
Abstract
The paper shows a simplified procedure to compute a seismic analysis of a masonry tower. Masonry is modelled as a no-tensile resistant material (NTR) which might be affected by randomness in its mechanical parameters. It is assumed that the first modal shape governs the structural motion, and its behaviour is modelled by means of a Bouc & Wen approach, which is eventually linearized
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